APPROVED BLD PLN RESUB1 BLD2021-0524+Architectural_Plan+6.10.2021_12.37.29_PM+2243033540FIRPL
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PROPERTY LINE ± 99.70' �
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180'/
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SITE PLAN
SCALE 22X34 1" = 10'-0"
SCALE 11X17 1" = 20'-0"
VICINITY MAP �
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PROJECT INFORMATION
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OWNER
BUI ALLISON M Sz CASEYX
JURISDICTION
EDMONDS
PARCEL NUMBER
00536000000600
ZONING
RS-6
YEAR BUILT
1965
LOT AREA
6098 SQ-FT
SENSITIVE AREA
N/A
PROJECT DESCRIPTION
INTERIOR REMODEL TO EXISTING SFR
LEGAL DESCRIPTION
OLYMPIC LANE BLK 000 D-00 -LOT 6
YARD CALCULATIONS
REAR YARD = 25 FEET REQUIRED
REAR YARD = 25'
FRONT YARD = 20 FEET REQUIRED
FRONT YARD = 20'
SIDE YARD = 5 FEET REQUIRED
SIDE YARD = 5'
AREA TABULATIONS
CONDITIONED SPACE
BASEMENT LEVEL 1101 SQ-FT
MAIN FLOOR LEVEL 1727 SQ-FT
TOTAL 2828 SQ-FT
UNCONDITIONED SPACE
GARAGE 498 SQ-FT
TOTAL 498 SQ-FT
TOTAL AREA 3326 SQ-FT
0' 2 z 5' 10' 2 0'
LOT COVE RAG E
TOTAL LOT AREA
PRIMARY STRUCTURE
FRONT DECK
BACK DECK
TOTAL
LEGEND
PROPERTY LINE OF PROPOSED PROJECT
PROPERTY LINE OF ADJACENT PROPERTIES
CONTOUR LINE - 5' ELEVATION CHANGE
EXISTING STRUCTURE W/
INTERIOR RENOVATION
EXISTING STRUCTURE
EDGE 0� CONCRETE
--- --- ROOF OUTLINE
— — — PROPERTY SETBACK
APPROVED BY PLANNING
�� ��;�
Jul 06 2021
APPROVED
PLANS MUST BE
ON JOB SITE
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
SHEET INDEX
C1.1 SITE PLAN � PROJECT INFO
6098 SQ-FT A1.1
1687 SQ-FT
191 SQ-FT A2.1
233 SQ-FT A2.2
2111 SQ- FT
ALLOWABLE LOT COVERAGE = 6098 * 35% = 2135 SQ-FT
PROPOSED LOT COVERAGE = 2111 SQ-FT (OK)
Zone RS-6
Corner
Flag
Setbacks:
Required
Actual
Front
--
20' �
:
r--------
20'
Sides
r-----------
' 5'
--------
' 6', 7'
Rear
r-----------�
15' �
:-----------�
,---------
� 23'
�-----------�
Other
25
Height
GENERAL NOTES Sz WINDOW � DOOR
SCHEDULE
BASEMENT FLOOR PLANS
MAIN FLOOR PLANS
A5.1 ARCHITECTURAL DETAILS
City Of Edmonds
Building Department
Work REMODEL
-----------------------------------------------
Address 540 FIR PL
Owner�----------------------------BUI-------
Approved Date 6/28/2021
Building Official � w• �
Permit Number
BLD2021-0524
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YEN DESIGN INC.
206.432.1111
WWW.YENDES.COM
APPROVAL STAMP
ENGINEER STAMP
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RESUB
Jun 10 2021
CITY
OF EDMONDS
DEVELOPMENT
SERVICES
DEPARTMENT
JOB NO. 20-231
HALF SCALE 11x17
FULL SCALE 22x34
SHEET
C1.1
GENERAL NOTES
CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS
PRIOR TO COMMENCING THE WORK,
WORK SHALL COMPLY WITH THE FOLLOWING CODES;
2018 INTERNATIONAL RESIDENTIAL CODE
2018 WASHINGTON ENERGY CODE
OTHER CODES APPLICABLE BY JURISDICTION,
AIR SEALING:
1, ALL PLUMBING, ELECTRICAL, AND HVAC PENETRATIONS IN FLOOR,
WALLS, AND CEILINGS ARE CAULKED AND SEALED,
2, WHERE PENETRATIONS NEED A FIRESTOP, DISCUSS WITH
BUILDING OFFICIAL,
3, ELECTRICAL OUTLET AND LIGHT SWITCH BOXES ON EXTERIOR
WALLS MUST BE SEALED AT THE BACK OF THE RECEPTACLE OR
SEALED WITH FACEPLATE GASKETS,
4, SEAL RIM JOIST BETWEEN HEATED FLOORS OR USE PRODUCT
LIKE "TYVEK" ON EXTERIOR,
5, VAPOR BARRIER SHALL BE EITHER FACE STAPLED BATTS, 4 MIL,
VISQUEEN OR AN APPROVED VAPOR BARRIER PAINT,
SEPARATION BETWEEN DWELLING AND GARAGE/CARPORT;
a, NO SEPARATION REQUIRED IF ENTIRELY OPEN ON 2 OR MORE
SIDES AND NO ENCLOSED USES, (OPEN DECKS ABOVE ARE OKAY,
NON -RATED WALLS AND OPERABLE WINDOWS BETWEEN THE
DWELLING AND CARPORT ARE OKAY),
b, MINIMUM 1/2" GWB ON GARAGE/CARPORT SIDE OF WALLS
REQUIRED FOR ALL GARAGES/CARPORTS NOT COVERED BY 1A
ABOVE,
c, 1-HOUR FIRE RATED WALL REQUIRED IF LESS THAN 5 FEET FROM
PROPERTY LINE INO OPENINGS ALLOWED LESS THAN 3' FROM
PROPERTY LINE, 25% MAXIMUM OPENINGS BETWEEN 3' AND 5' TO
PROPERTY LINEJ, OVERHANGS MUST BE A MINIMUM 2' FROM
PROPERTY LINE, EXCEPT STEEL GUTTER ALLOWED CLOSER AND
5/8" GWB SHEATHING REQUIRED ON UNDERSIDE WHEN 5' OR LESS
FROM PROPERTY LINE,
EGRESS WINDOWS: REQUIRED FOR 1 WINDOW/BEDROOM OR SLEEPING
AREA (BELOW 4TH FLOOR) AND 1 WINDOW/BASEMENT,
a, MIN, NET CLEAR AREA = 5,7 SQ, FT., (MIN, 3'0" x 4'6" IF DOUBLE
HUNG OR 4'0" x 3'6" WINDOW IF SLIDER), 5,0 SQ, FT. IF SILL
HEIGHT IS WITHIN 44" OF GRADE (ABOVE OR BELOW),
b, MIN, NET CLEAR OPENING WIDTH = 20"; MIN, NET CLEAR OPENING
HEIGHT = 24"
c, MAX, SILL HEIGHT = 44" IONS PERMANENTLY INSTALLED STEP
WITH MAX, 8" RISE AND MIN, 9" RUN OKAY FOR EXISTING
BEDROOMS),
REQUIRED GLAZING FOR HABITABLE ROOMS;
a, MIN, GLAZED EXTERIOR OPENING AREA = 8% OF FLOOR AREA,
b, GLAZED OPENINGS NOT REQUIRED WHERE PERMANENTLY
INSTALLED ARTIFICIAL LIGHT IS PROVIDED,
c, OK IF OPENINGS ARE BELOW DECK &ROOFED PORCHES w/MIN,
CEILING HEIGHT OF 7 FT. (LONG SIDE 65% OPEN),
MECHANICAL/VENTILATION; REQUIRED FOR HABITABLE ROOMS OF
ADDITIONS AND ALTERATIONS MORE THAN 500 SQ, FT, OR THAT
INCLUDE A KITCHEN, BATHROOM AND OTHER AREAS WHERE COOKING
ODOR OR EXCESS WATER VAPOR WILL BE PRODUCED,
a, MIN, 50 CFM FOR BATHROOM AND LAUNDRY; MIN, 100 CFM FOR
KITCHEN,
b, MIN, AIR INTAKE OPENINGS = 4 SQ, IN, PER ROOM,
c, WHOLE HOUSE FAN MUST OPERATE AS SPECIFIED IN IRC M1507,3
SMOKE ALARMS; REQUIRED INSIDE AND OUTSIDE OF SLEEPING AREAS
AND ON ALL FLOORS, DIRECT WIRING IS REQUIRED FOR SMOKE
DETECTORS, UNLESS REMOVAL OF INTERIOR WALL OR CEILING FINISHES
IS NECESSARY TO INSTALL THE WIRING,
CARBON MONOXIDE ALARMS: REQUIRED OUTSIDE SLEEPING AREAS AND
ON ALL FLOORS, UNLESS WORK ONLY INVOLVES EXTERIOR SURFACES
OF THE BUILDING,
STAIR REQUIREMENTS; (APPLIES TO ALL R-3 STAIRS AND R-2 PRIVATE
STAIRWAYSJ:
a, MIN, WIDTH = 36"
b, MAX, HEIGHT/RISE = 7-3/4"; MIN, TREAD RUN = 10"
c, MIN, HEADROOM = 6'8"
d, HANDRAIL 34"-38" ABOVE TREAD NOSING (RETURN ENDS)
e, HANDRAIL GRASP DIMENSION; MIN, 1-1/4", MAX, 2"
f, WINDING STAIRS:
1� MIN, TREAD RUN AT NARROWEST POINT = 6"
2, MIN, TREAD RUN 12" FROM NAORROWEST POINT = 10"
g, SPIRAL STAIRS;
1, MIN, CLEAR WALKING AREA WIDTH = 26"
2, MIN, TREAD RUN 12" FROM NARROWEST POINT = 7-1/2" /
MAX, RISER HEIGHT = 9-1/2"
3, MIN, HEADROOM = 6'6"
CEILING HEIGHT IN ADDITIONS AND ALTERATIONS:
a, MIN, 7'0"; FOR NEW CONSTRUCTION OR ADDITIONS
b, MIN, 6'4": IF BUILDING WAS IN EXISTENCE PRIOR TO 10/17/79 IEEE
DR 23-2008 FOR SPECIFICS),
c, ROOMS WITH SLOPED CEILINGS REQUIRE MINIMUM CEILING HEIGHT
IN 1/2 OF THE AREA. (PORTIONS OF THE ROOM WITH CEILING
HEIGHT LESS THAN 5 FT. DO NOT COUNT IN TOTAL AREAJ,
INSULATION:
L FACED BATTS ARE LAPPED AND FACE STAPLED AT FRAMING
MEMBERS,
2, ALL EXTERIOR WALL CAVITIES ARE FILLED WITH UNCOMPRESSED
INSULATION, INCLUDING ALL CAVITIES ISOLATED DURING FRAMING,
WIRING, AND PLUMBING,
3, ALL RECESSED FIXTURES IN EXTERIOR WALLS HAVE RIGID BOARD
INSULATION BEHIND THEM,
4, UNDERFLOOR INSULATION IS SUPPORTED BY LATH, TWINE, OR
OTHER NON -COMPRESSING MEANS,
5, ATTIC ACCESS IS BAFFLED, WEATHER-STRIPPED AND INSULATED,
FOUNDATION LOCATION: PROPERTY CORNERS MUST BE ACCURATELY
DETERMINED AND INDICATED ON SITE FOR FOUNDATION INSPECTION, A
SURVEY MAY BE REQUIRED, FENCE LOCATIONS WILL NOT BE ACCEPTED
AS ESTABLISHING PROPERTY CORNERS,
OTHER REQUIREMENTS:
a, GUARDRAILS; MIN, 36" HT. MAX, 4" SPACING BETWEEN
INTERMEDIATE MEMBERS I42" MIN, HT. FOR R-2 EXTERIOR),
b, FOORINGS: BOTTOM MIN, 12" BELOW GRADE, TOP OF FOUNDATION
WALL MIN, 6" ABOVE GRADE,
c, CONRETE SLABS ON GRADE: 3-1/2" MIN, THICKNESSES,
d, PIER BLOCKS: MIN, 12" X 12" SIZE; RESTING ON CONCRETE PAD
MIN, 12" BELOW GRADE,
e, FOUNDATION WALLS; PROVIDE ONE j1) #4 REBAR TOP AND BOTTOM
AND AT ALL WINDOWS/DOOR OPENINGS, LIMIT 4' MAX, BACKFILL,
f, FOUNDATION ANCHOR BOLTS; MIN, 1/2" x 10", 6 FT, ON CENTER
MAX, WITH TWO I2J BOLTS PER PIECE OF PLATE AND AT LEAST
ONE j1) BOLT WITH 12" AT END OF EACH PIECE (REQUIRED FOR
NEW CONSTRUCTION),
9, ALL STRUCTURAL SOFTWOOD PLYWOOD, PARTICLE BOARD, WAFER
BOARD, AND OSB BOARD ARE STAMPLED WITH EXPOSURE '1' OR
'EXTERIOR',
h, WATER HEATER STORAGE TANK LABELED AS MEETING 1987 NAT'L
APPLIANCE ENERGY CONSERVATION ACT, ASHRAE STANDARD
90A-1980 INSULATION TO R-16 OR R-10 PAD IF LOCATED OVER
UNINSULATED SLAB,
i, INSULATE HOT AND COLD WATER PIPES TO R-3 IN UNHEATED
AREAS,
j, SHOWER REGULATOR TO LIMIT HOT WATER DISCHARGE TO 2,5
GPM
k, WOODSTOVES AND FIREPLACES HAVE TIGHT FITING DOORS(
OUTSIDE COMBUSTION AIR DUCTED TO FIREBOX WITH ACCESSIBLE
DAMPER, MIN 6 SQ IN FREE VENT AREA, TIGHT FITTING FLUE
DAMPERS REQ'D,
I, ALL GAS AND OIL COMBUSTION APPLIANCES HAVE A DIRECT
VENT OR FORCED DRAFT VENTING,
m, RECESSED LIGHTS ARE I,C, RATED, DOUBLE WALL CAN LIGHTS OR
WITHIN SEALED WPGWB BOX -IN,
n, CONTRACTOR TO PROVIDE I1J 16"x24" MINIMUM CRAWL SPACE
ACCESS INTO NEW CRAWL SPACE AREA THAT IS ACCESSIBLE
FROM EITHER THE OUTSIDE OR FROM THE EXISTING CRAWLSPACE
AREA, OTHERWISE CONTRACTOR IS TO PROVIDE I1) 18"x24" MINIMUM
CRAWL SPACE ENTRANCE THROUGH MAIN LEVEL FLOOR FRAMING
THAT ACCESSES NEW CRAWL SPACE AREA,
o, A CERTIFICATE IS REQUIRED TO BE POSTED WITHIN 3' OF THE
ELECTRICAL PANEL PER WSEC R401,3 AND INCLUDE THE
FOLLOWING; PREDOMINATE R-VALUES, U-VALUES OF
FENESTRATION, RESULTS FROM DUCT SYSTEM AND BUILDING
ENVELOPE AIR LEAKAGE TESTING, AND EFFICIENCIES OF
HEATING/COOLING/WATER HEATING EQUIPMENT,
p, A MIN OF 75 PERCENT OF PERMANENTLY INSTALLED LAMPS IN
INTERIOR AND EXTERIOR LIGHTING FIXTURES MUST BE
HIGH -EFFICIENCY LAMPS PER WSEC R404,1
INSULATION
CLIMATE ZONE
5 AND MARINE-4
FENESTRATION U-FACTOR jkl
0,30
SKYLIGHT U-FACTOR Ike
0,50
GLAZED FENESTRATION SHGC (b,el
NR
CEILING R-VALUE Ikl
49
WOOD FRAME WALL R-VALUE Icl
21 INT
MASS WALL R-VALUE Idl
21/21
FLOOR R-VALUE
30
BELOW -GRADE WALL R-VALUE le,c)
10/15/21 INT + TB
SLAB R-VALUE &DEPTH Ig,hl
10, 2FT
FOR SI: 1 FOOT = 304,8 MM, CI =CONTINUOUS INSULATION, INT =
INTERMEDIATE FRAMING,
a, R-VALUES ARE MINIMUMS, U-FACTORS AND SHGC ARE MAXIMUMS.
WHEN INSULATION IS INSTALLED IN A CAVITY WHICH IS LESS THAN
THE LABEL OR DESIGN THICKNESS OF THE INSULATION, THE
COMPRESSED R-VALUE OF THE INSULATION FROM APPENDIX TABLE
A101,4 SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE
TABLE,
b, THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS, THE
SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION,
c, "10/15/21 +TB" MEANS R-10 CONTINUOUS INSULATION ON THE
EXTERIOR OF THE WALL, OR R-15 CONTINUOUS INSULATION ON THE
INTERIOR OF THE WALL, OR R-21 CAVITY INSULATION PLUS A
THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL
AT THE INTERIOR OF THE BASEMENT WALL, "10/15/21 +TB" SHALL
BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE
INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS
INSULATION ON THE INTERIOR OR EXTERIOR OF THE WALL, "TB"
MEANS THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT
WALL,
d, R-10 CONTINUOUS INSULATION IS REQUIRED UNDER HEATED SLAB ON
GRADE FLOORS, SEE R402,2,9,1,
e, THERE ARE NO SHGC REQUIREMENTS IN THE MARINE ZONE,
f, RESERVED,
g, RESERVED,
h, RESERVED,
i, THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF THE
INSULATION IS ON THE INTERIOR OF THE MASS WALL,
j, RESERVED,
k, FOR SINGLE RAFTER- OR JOIST -VAULTED CEILINGS, THE INSULATION
MAY BE REDUCED TO R-38,
I, RESERVED,
m, INT. (INTERMEDIATE FRAMING) DENOTES STANDARD FRAMING 16
INCHES ON CENTER WITH HEADERS INSULATED WITH A MINIMUM OF
R-10 INSULATION,
n, LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE
THICKNESS OF 3,5 INCHES ARE EXEMPT FROM THIS INSULATION
REQUIREMENT,
o, WHERE EXISTING FRAMING CAVITIES ARE EXPOSED DURING
CONSTRUCTION, THE CAVITIES MUST BE FILLED TO FULL DEPTH
WITH GATT INSULATION OR INSULATION HAVING AN EQUIVALENT
NOMINAL R-VALUE OF R-15 AT 2x4 WALLS OR R-21 AT 2x6 WALLS
PER WSEC 503,1,1
MECHANICAL/VENTILATION
AREAS TO BE EXHAUSTED
EXHAUST RATES
KITCHENS 100 CFM INTERMITTENT OR 25
CFM CONTINUOUS
BATHROOMS/TOILET ROOMS, LAUNDRY MECHANICAL EXHAUST
ROOMS,INDOOR SWIMMING POOL ROOMS, SPA CAPACITY OF 50 CFM
ROOMS. INTERMITTENT OR 20 CFM
CONTINUOUS
• • • • � � � •
• '� • •
NUMBER OF BEDROOMS
DWELLING UNIT
FLOOR AREA
(SQUARE FEET(
0-1
2-3
4-5
6-7
>7
AIRFLOW IN CFM
<1500
30
45
60
75
90
1501-3000
45
60
75
90
105
3001-4500
60
75
90
105
120
4501-6000
75
90
105
120
135
6001-7500
90
105
120
135
150
>7501
105
120
135
150
165
INTERMITTENT WHOLE -HOUSE MECHANICAL VENTILATION
RATE FACTORS M1507.3.3�21
..
,-
1. LOCAL EXHAUST SHALL BE POVIDED IN EACH KITCHEN, BATHROOM,
WATER CLOSET, LAUNDRY ROOM, INDOOR SWIMMING POOL, SPA, AND
OTHER ROOMS WHERE WATER VAPOR OR COOKING ODOR IS PRODUCED,
LOCAL EXHAUST SYSTEMS SHALL BE DESIGNED TO HAVE CAPACITY TO
EXHAST THE MINIMUM AIR FLOW RATE DETERMINED IN ACCORDANCE
WITH TABLE IRC M1507,4,
• KITCHENS = 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS,
• BATHROOMS/TOILET ROOMS, LAUNDRY ROOMS, INDOOR SWIMMING
POOL ROOMS, SPA ROOMS = 50 CFM INTERMITTENT OR 20 CFM
CONTINUOUS,
• EXCEPTION: WHERE A RANGE HOOD OR DOWN DRAFT EXHAUST FAN
IS USED TO SATISFY THE LOCAL EXHAUST REQUIREMENTS FOR
KITCHENS, THE RANGE HOOD OR DOWN DRAFT EXHAUST SHALL NOT
BE LESS THAN 100 CFM AT ,10 INCHES WATER GAUGE,
• LOCAL EXHAUST SYSTEMS SHALL BE CONTROLLED BY MANUAL
SWITCHES, DEHUMIDISTATS, TIMERS, OR OTHER APPROVED MEANS,
2, WHOLE -HOUSE VENTILATION USING EXHAUST FANS MUST COMPLY
WITH IRC M1507,3,4, EACH HABITABLE SPACE SHALL BE PROVIDED
WITH OUTDOOR AIR INLETS OR OPERABLE WINDOWS WITH AN OPENABLE
AREA NOT LESS THAN 4 SQUARE INCHES OF NET FREE AREA OF
OPENING FOR EACH 10 CFM OF OUTDOOR AIR REQUIRED BY TABLE
M1507,3,3I1). WHERE OUTDOOR AIR SUPPLIES ARE SEPARATED FROM
EXHAUST POINTS BY DOORS, PROVISIONS SHALL BE MADE TO ENSURE
AIR FLOW BY INSTALLATION OF DISTRIBUTION DUCTS, UNDERCUTTING
DOORS, INSTALLATION OF GRILLES, TRANSOMS, OR SIMILAR MEANS,
DOORS SHALL BE UNDERCUT TO A MINIMUM OF 1/2 INCH ABOVE THE
SURFACE OF THE FINISH FLOOR COVERING,
3, MAXIMUM HEAT EQUIPMENT OUTPUT FOR THIS HOME IS XXXX BTU/HR
PER THE WSEC HEATING SYSTEM SIZING WORKSHEET,
4, A DUCTLESS SPLIT SYSTEM HEAT PUMP IS REQUIRED TO COMPLY
WITH THE WSEC CREDIT REQUIREMENT SELECTION OF 3b,
5, DUCTS MUST BE LEAK TESTED IN ACCORDANCE WITH WSU RS-33
USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED, DUCT
TIGHTNESS MUST BE VERIFIED BY EITHER APOST-CONSRUCTION TEST
OR ROUGH - IN TEST PER WSEC R403,3,3, TOTAL LEAKAGE MUST BE
LESS THAN OR EQUAL TO 4 CFM PER 100 SO -FT OF CONDITIONED
FLOOR AREA WHEN TESTED AT A PRESSURE DIFFERENTIAL OF 0,1" W,G.
I25 PAJ ACROSS THE ENTIRE SYSTEM,
6, PER IRC M1503,41 IF THE EXHAUST HOOD IN THE KITCHEN HAS A
CAPACITY IN EXCESS OF 400 CFM, IT MUST BE MECHANICALLY OR
NATURALLY PROVIDED WITH MAKEUP AIR AT A RATE OF
APPROXIMATELY EQUAL TO THE EXHAUST TO THE EXHAUST AIR RATE,
SUCH MAKE UP AIR SYSTEMS MUST BE EQUIPPED WITH NOT LESS THAN
ONE DAMPER, EACH DAMPER SHALL BE A GRAVITY DAMPER OR AN
ELECTRICALLY OPERATED DAMPER THAT AUTOMATICALLY OPENS WHEN
THE EXHAUST SYSTEM OPERATES,
7,WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A
CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100
SQ, INCHES SHALL BE PROVIDED IN THE CLOSET ENCLOSURE OR
MAKEUP AIR SHALL BE PROVIDED BY OTHER APPROVED MEANS PER SMC
504,6,
Vertical Fenestration (Windows and doors) ACTUAL SIZE
Component Width Height Sill
Description Ref. U-factor Qt. Feet �ncn Feet �ncn Feet inch Area UA
D1-SLIDER WSEC 0.30 1 6 ° 6 $ 0 ° 40.0 12.00
Sum of Vertical Fenestration Area and UA 40.0 12.00
Vertical Fenestration Area Weighted U = UA/Area 0.30
WINDOW &DOOR SCHEDULE NOTES;
1, XO = SLIDERS SH =SINGLE HUNG, DH =DOUBLE HUNG, FIX =
PICTURE, C =CASEMENT
2, IF CONTRACTOR DECIDES TO REPLACE WINDOWS, THEY MUST
MEET ENERGY PERFORMANCE STANDARDS, HEAT TREATMENT
REQUIREMENTS AND EGRESS,
3, ALL WINDOWS SHALL BE NFRC CERTIFIED,
4, CONTRACTOR TO VERIFY EGRESS AND HEAT TREATMENT
REQUIREMENTS WITH WINDOW &DOOR MANUFACTURER,
5, EGRESS WINDOWS SIZED FOR "MILGARD STYLE LINE" SERIES
WINDOWS, CONTRACTOR TO VERIFY EGRESS REQUIREMENTS IF A
DIFFERENT MANUFACTURER /MODEL IS CHOSEN,
INSULATION CERTIFICATE ISEATTLEI
CONTRACTOR SHALL COMPLETE AND POST AN INSULATION CERTIFICATE
FOR RESIDENTIAL CONSTRUCTION WITHIN 3' OF THE ELECTRICAL PANEL
PRIOR TO FINAL INSPECTION,
AIR LEAKAGE ISEATTLEI:
A WRITTEN REPORT OF THE TEST RESULTS, SHALL BE SIGNED BY THE
TESTING PARTY AND PROVIDED TO THE BUILDING INSPECTOR, PRIOR TO
CALL FOR FINAL INSPECTION,
HIGH EFFICACY LAMPS
A MINIMUM OF 75 PERCENT OF PERMANENTLY INSTALLED LAMPS IN
LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS,
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YEN DESIGN INC.
206.432.1111
WWW.YENDES.COM
APPROVAL STAMP
ENGINEER STAMP
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�ESUB
Jun 10 2021
CITY
OF EDMONDS
DEVELOPMENT
SERVICES
DEPARTMENT
JOB NO. 20-231
HALF SCALE
11x17
FULL SCALE
22x34
SHEET
A1.1
PLAN KEYNOTES
1, PROVIDE �1� 4X4 HF#2 POST, CONTRACTOR TO VERIFY
DIRECT LOAD PATH TO EXISTING FOUNDATION
BELOW. IF ADEQUATE FOUNDATION IS NOT PRESENT
PROVIDE 29'I SQ. X 10'I THICK FOOTING REINF, WITH
�2� #4 EACH WAY, SEE 5/A5,1 FOR BALANCE OF INFO.
19'-10 � ° 32'-1 � II
LEGEND I I Iz
0
� NEW STUD WALL, SEE 1/A5,1 FOR FRAMING INFO,
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- — — — - DEMOLISHED NON -BEARING WALLS IU,N,O,I
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■ � � � ■ NEW BEAM/HEADER
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■ � � � ■ EXISTING BEAM TO BE REMOVED
SD SMOKE DETECTOR
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ON
�-'% THIS SHEET FORK BALA CE OF INFORMATIONEYNOTES
�
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CD CARBON MONOXIDE DETECTOR WITH BATTERY BACKUP,
EF EXHAUST FAN �INTERMITTENT� 50 CFM U,N,O,
OSEE DOOR AND WINDOW SCHEDULE ON SHEET A1,1 FOR
� DETAILED INFO, SEE 2/A5,1 & 3/A5,1 FOR FRAMING INFO.
YEN DESIGN INC.
GENERAL NOTES
A, PLANS MUST BE APPROVED BY THE GOVERNING BUILDING 206.432.1111
OFFICIAL OR PROFESSIONAL ENGINEER PRIOR TO WORK WWW.YENDES.COM
COMMENCING,
APPROVAL STAMP
B. CONTRACTOR TO VERIFY ALL STRUCTURAL LOAD PATHS AND
EXISTING SHEAR /BRACED WALL LOCATIONS BEFORE REMOVING
ANY WALLS. STRUCTURAL DEVIATIONS FROM THE PLAN SHOULD
BE VERIFIED BY A STRUCTURAL ENGINEER OR BUILDING
INSPECTOR, YEN DESIGN IS TO BE CONTACTED IF ACTUAL
EXISTING FRAMING CONDITIONS VARY FROM PLAN ASSUMPTIONS
AFTER CEILING WALL COVERINGS ARE REMOVED,
C. SEE SHEET A1,1 FOR COMMON CODE REQUIREMENTS,
D, CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON ALL
LEVELS OF THE DWELLING AND PLACED IN PROXIMITY TO
SLEEPING AREAS, ENGINEER STAMP
E, SMOKE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF
THE DWELLING AND WITHIN EACH SLEEPING AREA, DIRECT
WIRING REQUIRED.
F. VERIFY WINDOW &DOOR ROUGH OPENING SIZES WITH WINDOW &
DOOR MANUFACTURER.
N I I I I I 401 /\ _,� � LN III \ � I I I I =,y G. ALL DIMENSIONS TO STUD WALL,
PROPOSED BASEMENT FLOOR PLAN
22x34: SCALE 1/4" = 1'-0"
11x17: SCALE 1/8" = 1'-0"
H, CONTRACTOR TO VFY ALL DIMENSIONS ON SITE PRIOR TO
CONSTRUCTION,
I. CONTRACTOR TO DETERMINE &VERIFY ALL WASTE DIVERSION
REQUIREMENTS PER THE LOCAL JURISDICTION. CONTRACTOR MAY
BE REQUIRED TO REQUEST LEED REPORTS FROM RECEIVING
FACILITIES,
J. DOORS WITHOUT PLACEMENT DIMENSIONS WILL BE 3'I OFF WALL
OR ON CENTER, AS APPROPRIATE,
EXISTING BASEMENT FLOOR PLAN 0' 2' 4' 8' 161
22x34: SCALE 1 /8" = 1'-0"
11 x17: SCALE 1 /16" = 1'-0"
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DEVELOPSERVICES
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JOB NO. 20-231
HALF SCALE 11x17
FULL SCALE 22x34
SHEET
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PROPOSED MAIN FLOOR PLAN
22x34: SCALE 1/4" = 1'-0"
11x17: SCALE 1/8" = 1'-0"
PLAN KEYNOTES
2
PROVIDE 18'-11" SPAN 3,511X16,5" 24F-V4 GLU-LAM BEAM
PER 4/A5.1
PROVIDE �1� 4X6 DF#2 POST, CONTRACTOR TO VERIFY
DIRECT LOAD PATH TO EXISTING FOUNDATION BELOW,
IF ADEQUATE FOUNDATION IS NOT PRESENT PROVIDE
�9" SQ, X 1311 THICK FOOTING REINF, WITH �3� #4 EACH
VAY, SEE 5/A5.1 FOR BALANCE OF INFO,
:XISTING BEAM PICKS UP POINT LOAD FROM ABOVE,
'DINT LOAD CONDITION NO LONGER EXISTS, BEAM TO
iE REMOVED,
:XISTING BEAM TO BE CUT BACK TO 15'-4" SPAN FROM
)RIGINAL SPAN OF 26'-7211
'ROVIDE �1� 4X4 HF#2 POST, CONTRACTOR TO VERIFY
)IRECT LOAD PATH TO EXISTING FOUNDATION BELOW,
F ADEQUATE FOUNDATION IS NOT PRESENT PROVIDE
'9" SQ, X 10" THICK FOOTING REINF, WITH j2� #4 EACH
VAY, SEE 5/A5.1 FOR BALANCE OF INFO,
XISTING LAUNDRY CHUTE TO REMAIN
LIVING
DINING
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OSEE DOOR AND WINDOW SCHEDULE ON SHEET A1,1 FOR
� DETAILED INFO, SEE 2/A5.1 & 3/A5,1 FOR FRAMING INFO,
YEN DESIGN INC.
GENERAL NOTES
A, PLANS MUST BE APPROVED BY THE GOVERNING BUILDING 206.432.1111
OFFICIAL OR PROFESSIONAL ENGINEER PRIOR TO WORK WWW.YENDES.COM
COMMENCING,
APPROVAL STAMP
B, CONTRACTOR TO VERIFY ALL STRUCTURAL LOAD PATHS AND
EXISTING SHEAR /BRACED WALL LOCATIONS BEFORE REMOVING
ANY WALLS, STRUCTURAL DEVIATIONS FROM THE PLAN SHOULD
BE VERIFIED BY A STRUCTURAL ENGINEER OR BUILDING
INSPECTOR, YEN DESIGN IS TO BE CONTACTED IF ACTUAL
EXISTING FRAMING CONDITIONS VARY FROM PLAN ASSUMPTIONS
AFTER CEILING WALL COVERINGS ARE REMOVED,
C. SEE SHEET A1,1 FOR COMMON CODE REQUIREMENTS,
D, CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON ALL
LEVELS OF THE DWELLING AND PLACED IN PROXIMITY TO
SLEEPING AREAS, ENGINEER STAMP
E, SMOKE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF
THE DWELLING AND WITHIN EACH SLEEPING AREA, DIRECT
WIRING REQUIRED.
F, VERIFY WINDOW &DOOR ROUGH OPENING SIZES WITH WINDOW &
DOOR MANUFACTURER,
G. ALL DIMENSIONS TO STUD WALL,
H, CONTRACTOR TO VFY ALL DIMENSIONS ON SITE PRIOR TO
CONSTRUCTION,
I. CONTRACTOR TO DETERMINE &VERIFY ALL WASTE DIVERSION
REQUIREMENTS PER THE LOCAL JURISDICTION. CONTRACTOR MAY
BE REQUIRED TO REQUEST LEED REPORTS FROM RECEIVING
FACILITIES,
J. DOORS WITHOUT PLACEMENT DIMENSIONS WILL BE 3'I OFF WALL
OR ON CENTER, AS APPROPRIATE,
BEDROOM
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Jun 10 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
JOB NO. 20-231
HALF SCALE 11x17
FULL SCALE 22x34
SHEET
A2.2
IEI JOIST OR RAFTER
2X BLOCKING w/
�3I 10d EA END
UNLESS PERP,
FRMG ABOVE
Sr11 C t71 A TC ,.. /
13
IEI JOIST —
REMOVE FINISHES
PER CONTRACTOR
RECOMMENDATION
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NEW INTERIOR WALL SECTION
SCALE: 1 "=1'-0"
PERPENDICULAR
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T
TALL
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EAM PER PLAN
PLATE
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NAILS OR BETTER
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SONO TUBE
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CONT DBL TOP
PLATE
HEADER PER PLAN
FLUSH TO
EXTERIOR
CRIPPLE STUDS TO
ALIGN w/ TRIMMERS
FULL HEIGHT KING
STUD OR POST PER
PLAN
OPTIONAL 2X TO
MATCH WALL TYPE
STUD WALL
FRAMING
2X TRIMMER
(JACK STUD
OTY PER HEADER
SCHEDULE, FACE
NAIL TO KING STUD
DOUBLE 2X SILL
PLATE
CRIPPLE STUDS TO
ALIGN w/ STUD
WALL FRAMING
DOUBLE TOP PLATE
R-10 RIGID
INSULATION
R-21 BATT
INSULATION
WINDOW SECTION
SCALE: 1 "=1'-0"
HEADER
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206.432.1111
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CITY OR6BMONDS
DEVELOPSERVICES
DEP� ENT
JOB NO. 20-231
HALF SCALE 11x17
FULL SCALE 22x34
SHEET
A5.1